Comparison of stiffness moduli using 2-point and 4-point bending tests

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU91483" target="_blank" >RIV/00216305:26110/09:PU91483 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Comparison of stiffness moduli using 2-point and 4-point bending tests
Popis výsledku v původním jazyce
In the paper two different methodologies have been adopted and compared per-forming tests on selected asphalt concretes, called two point bending (2PB-TR) and four point bending (4PB-PB) using trapezoidal and prismatic beams respectively. Even though methodologies of these tests are known for some time interpretation of results according to the EU 12697-26 standard is rather unclear. Stiffness modulus are being compared at different tem-peratures, which were found unnecessary. Paper describes influenceof different loadings and temperatures on selected asphalt concretes.
Název v anglickém jazyce
Comparison of stiffness moduli using 2-point and 4-point bending tests
Popis výsledku anglicky
In the paper two different methodologies have been adopted and compared per-forming tests on selected asphalt concretes, called two point bending (2PB-TR) and four point bending (4PB-PB) using trapezoidal and prismatic beams respectively. Even though methodologies of these tests are known for some time interpretation of results according to the EU 12697-26 standard is rather unclear. Stiffness modulus are being compared at different tem-peratures, which were found unnecessary. Paper describes influenceof different loadings and temperatures on selected asphalt concretes.

Projekt
Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.
Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění
2009
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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